Final Text
9VAC25-720-50. Potomac-Shenandoah River Basin.
A. Total Maximum Daily Load (TMDLs).
TMDL # |
Stream Name |
TMDL Title |
City/County |
WBID |
Pollutant |
WLA |
Units |
1. |
Muddy Creek |
Nitrate TMDL Development for Muddy Creek/Dry River, Virginia |
Rockingham |
B21R |
Nitrate |
49,389.00 |
LB/YR |
2. |
Blacks Run |
TMDL Development for Blacks Run and Cooks Creek |
Rockingham |
B25R |
Sediment |
32,844.00 |
LB/YR |
3. |
Cooks Creek |
TMDL Development for Blacks Run and Cooks Creek |
Rockingham |
B25R |
Sediment |
69,301.00 |
LB/YR |
4. |
Cooks Creek |
TMDL Development for Blacks Run and Cooks Creek |
Rockingham |
B25R |
Phosphorus |
0 |
LB/YR |
5. |
Muddy Creek |
TMDL Development for Muddy Creek and Holmans Creek, Virginia |
Rockingham |
B22R |
Sediment |
286,939.00 |
LB/YR |
6. |
Muddy Creek |
TMDL Development for Muddy Creek and Holmans Creek, Virginia |
Rockingham |
B22R |
Phosphorus |
38.00 |
LB/YR |
7. |
Holmans Creek |
TMDL Development for Muddy Creek and Holmans Creek, Virginia |
Rockingham/ |
B45R |
Sediment |
78,141.00 |
LB/YR |
8. |
Mill Creek |
TMDL Development for Mill Creek and Pleasant Run |
Rockingham |
B29R |
Sediment |
276.00 |
LB/YR |
9. |
Mill Creek |
TMDL Development for Mill Creek and Pleasant Run |
Rockingham |
B29R |
Phosphorus |
138.00 |
LB/YR |
10. |
Pleasant Run |
TMDL Development for Mill Creek and Pleasant Run |
Rockingham |
B27R |
Sediment |
0.00 |
LB/YR |
11. |
Pleasant Run |
TMDL Development for Mill Creek and Pleasant Run |
Rockingham |
B27R |
Phosphorus |
0.00 |
LB/YR |
12. |
Linville Creek |
Total Maximum Load Development for Linville Creek: Bacteria and Benthic Impairments |
Rockingham |
B46R |
Sediment |
5.50 |
TONS/YR |
13. |
Quail Run |
Benthic TMDL for Quail Run |
Rockingham |
B35R |
Ammonia |
7,185.00 |
KG/YR |
14. |
Quail Run |
Benthic TMDL for Quail Run |
Rockingham |
B35R |
Chlorine |
27.63 |
KG/YR |
15. |
Shenandoah River |
Development of Shenandoah River PCB TMDL (South Fork and Main Stem) |
Warren & Clarke |
B41R B55R B57R B58R |
PCBs |
179.38 |
G/YR |
16. |
Shenandoah River |
Development of Shenandoah River PCB TMDL (North Fork) |
Warren & Clarke |
B51R |
PCBs |
0.00 |
G/YR |
17. |
Shenandoah River |
Development of Shenandoah River PCB TMDL (Main Stem) |
Warren & Clarke |
WV |
PCBs |
179.38 |
G/YR |
18. |
Cockran Spring |
Benthic TMDL Reports for Six Impaired Stream Segments in the Potomac-Shenandoah and James River Basins |
Augusta |
B10R |
Organic Solids |
1,556.00 |
LB/YR |
19. |
Lacey Spring |
Benthic TMDL Reports for Six Impaired Stream Segments in the Potomac-Shenandoah and James River Basins |
Rockingham |
B47R |
Organic Solids |
680.00 |
LB/YR |
20. |
Orndorff Spring |
Benthic TMDL Reports for Six Impaired Stream Segments in the Potomac-Shenandoah and James River Basins |
Shenandoah |
B52R |
Organic Solids |
103.00 |
LB/YR |
21. |
Toms Brook |
Benthic TMDL for Toms Brook in Shenandoah County, Virginia |
Shenandoah |
B50R |
Sediment |
8.1 |
T/YR |
22. |
Goose Creek |
Benthic TMDLs for the Goose Creek Watershed |
Loudoun, Fauquier |
A08R |
Sediment |
1,587 |
T/YR |
23. |
Little River |
Benthic TMDLs for the Goose Creek Watershed |
Loudoun |
A08R |
Sediment |
105 |
T/YR |
24. |
Christians Creek |
Fecal Bacteria and General Standard Total Maximum Daily Load Development for Impaired Streams in the Middle River and Upper South River Watersheds, Augusta County, VA |
Augusta |
B14R |
Sediment |
145 |
T/YR |
25. |
Moffett Creek |
Fecal Bacteria and General Standard Total Maximum Daily Load Development for Impaired Streams in the Middle River and Upper South River Watersheds, Augusta County, VA |
Augusta |
B13R |
Sediment |
0 |
T/YR |
26. |
Upper Middle River |
Fecal Bacteria and General Standard Total Maximum Daily Load Development for Impaired Streams in the Middle River and Upper South River Watersheds, Augusta County, VA |
Augusta |
B10R |
Sediment |
1.355 |
T/YR |
27. |
Mossy Creek |
Total Maximum Daily Load Development for Mossy Creek and Long Glade Run: Bacteria and General Standard (Benthic) Impairments |
Rockingham |
B19R |
Sediment |
0.04 |
T/YR |
28. |
Smith Creek |
Total Maximum Daily Load (TMDL) Development for Smith Creek |
Rockingham, Shenandoah |
B47R |
Sediment |
353,867 |
LB/YR |
29. |
Abrams Creek |
Opequon Watershed TMDLs for Benthic Impairments: Abrams Creek and Lower Opequon Creek, Frederick and Clarke counties, Virginia |
Frederick |
B09R |
Sediment |
478 |
T/YR |
30. |
Lower Opequon Creek |
Opequon Watershed TMDLs for Benthic Impairments: Abrams Creek and Lower Opequon Creek, Frederick and Clarke counties, Virginia |
Frederick, Clarke |
B09R |
Sediment |
1,039 |
T/YR |
31. |
Mill Creek |
Mill Creek Sediment TMDL for a Benthic Impairment, Shenandoah County, Virginia |
Shenandoah |
B48R |
Sediment |
0.9 |
T/YR |
32. |
South Run |
Benthic TMDL Development for South Run, Virginia |
Fauquier |
A19R |
Phosphorus |
0.038 |
T/YR |
33. |
Lewis Creek |
Total Maximum Daily Load Development for Lewis Creek, General Standard (Benthic) |
Augusta |
B12R |
Sediment |
40 |
T/YR |
34. |
Lewis Creek |
Total Maximum Daily Load Development for Lewis Creek, General Standard (Benthic) |
Augusta |
B12R |
Lead |
0 |
KG/YR |
35. |
Lewis Creek |
Total Maximum Daily Load Development for Lewis Creek, General Standard (Benthic) |
Augusta |
B12R |
PAHs |
0 |
KG/YR |
36. |
Bull Run |
Total Maximum Daily Load Development for Lewis Creek, General Standard (Benthic) |
Loudoun, Fairfax, and Prince William counties, and the Cities of Manassas and Manassas Park |
A23R-01 |
Sediment |
5,986.8 |
T/TR |
37. |
Popes Head Creek |
Total Maximum Daily Load Development for Lewis Creek, General Standard (Benthic) |
Fairfax County and Fairfax City |
A23R-02 |
Sediment |
1,594.2 |
T/YR |
38. |
Accotink Bay |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Fairfax |
A15R |
PCBs |
0.0992 |
G/YR |
39. |
Aquia Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Stafford |
A28E |
PCBs |
6.34 |
G/YR |
40. |
Belmont Bay/ |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Prince William |
A25E |
PCBs |
0.409 |
G/YR |
41. |
Chopawamsic Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Prince William |
A26E |
PCBs |
1.35 |
G/YR |
42. |
Coan River |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Northumberland |
A34E |
PCBs |
0 |
G/YR |
43. |
Dogue Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Fairfax |
A14E |
PCBs |
20.2 |
G/YR |
44. |
Fourmile Run |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Arlington |
A12E |
PCBs |
11 |
G/YR |
45. |
Gunston Cove |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Fairfax |
A15E |
PCBs |
0.517 |
G/YR |
46. |
Hooff Run & Hunting Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Fairfax |
A13E |
PCBs |
36.8 |
G/YR |
47. |
Little Hunting Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Fairfax |
A14E |
PCBs |
10.1 |
G/YR |
48. |
Monroe Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Fairfax |
A31E |
PCBs |
.0177 |
G/YR |
49. |
Neabsco Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Prince William |
A25E |
PCBs |
6.63 |
G/YR |
50. |
Occoquan River |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Prince William |
A25E |
PCBs |
2.86 |
G/YR |
51. |
Pohick Creek/Pohick Bay |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Fairfax |
A16E |
PCBs |
13.5 |
G/YR |
52. |
Potomac Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Stafford |
A29E |
PCBs |
0.556 |
G/YR |
53. |
Potomac River, Fairview Beach |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
King George |
A29E |
PCBs |
0.0183 |
G/YR |
54. |
Powells Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Prince William |
A26R |
PCBs |
0.0675 |
G/YR |
55. |
Quantico Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Prince William |
A26R |
PCBs |
0.742 |
G/YR |
56. |
Upper Machodoc Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
King George |
A30E |
PCBs |
0.0883 |
G/YR |
B. Non-TMDL waste load allocations.
Water Body |
Permit No. |
Facility Name |
Outfall No. |
Receiving Stream |
River Mile |
Parameter Description |
WLA |
Units WLA |
VAV-B02R |
VA0023281 |
Monterey STP |
001 |
West Strait Creek |
3.85 |
CBOD5 |
11.4 |
KG/D |
VAV-B08R |
VA0065552 |
Opequon Water Reclamation Facility |
001 |
Opequon Creek |
32.66 |
BOD5, JUN-NOV |
207 |
KG/D |
|
|
AKA Winchester - Frederick Regional |
|
|
|
CBOD5, DEC-MAY |
1514 |
KG/D |
VAV-B14R |
VA0025291 |
Fishersville Regional STP |
001 |
Christians Creek |
12.36 |
BOD5 |
182 |
KG/D |
VAV-B23R |
VA0060640 |
North River WWTF |
001 |
North River |
15.01 |
CBOD5, JAN-MAY |
700 |
KG/D |
|
7.23.04 |
AKA Harrisonburg - Rockingham Reg. Sewer Auth. |
|
|
|
CBOD5, JUN-DEC |
800 |
KG/D |
TKN, JUN-DEC |
420 |
KG/D |
||||||
TKN, JAN-MAY |
850 |
KG/D |
||||||
VAV-B32R |
VA0002160 |
INVISTA - Waynesboro Formerly Dupont - Waynesboro |
001 |
South River |
25.3 |
BOD5 |
272 |
KG/D |
VAV-B32R |
VA0025151 |
Waynesboro STP |
001 |
South River |
23.54 |
CBOD5 |
227 |
KG/D |
CBOD5, JUN-OCT |
113.6 |
KG/D |
||||||
VAV-B32R |
VA0028037 |
Skyline Swannanoa STP |
001 |
South River UT |
2.96 |
BOD5 |
8.5 |
KG/D |
VAV-B35R |
VA0024732 |
Massanutten Public Service STP |
001 |
Quail Run |
5.07 |
BOD5 |
75.7 |
KG/D |
VAV-B37R |
VA0002178 |
Merck & Company |
001 |
S.F. Shenandoah River |
88.09 |
BOD5 |
1570 |
KG/D |
AMMONIA, AS N |
645.9 |
KG/D |
||||||
VAV-B49R |
VA0028380 |
Stoney Creek Sanitary District STP |
001 |
Stoney Creek |
19.87 |
BOD5, JUN-NOV |
29.5 |
KG/D |
VAV-B53R |
VA0020982 |
Middletown STP |
001 |
Meadow Brook |
2.19 |
CBOD5 |
24.0 |
KG/D |
VAV-B58R |
VA0020532 |
Berryville STP |
001 |
Shenandoah River |
24.23 |
CBOD5 |
42.6 |
KG/D |
C. Nitrogen and phosphorus waste load allocations to restore the Chesapeake Bay and its tidal rivers.
The following table presents nitrogen and phosphorus waste load allocations for the identified significant dischargers and the total nitrogen and total phosphorus waste load allocations for the listed facilities.
Virginia Waterbody ID |
Discharger Name |
VPDES Permit No. |
Total Nitrogen (TN) Waste Load Allocation (lbs/yr) |
Total Phosphorus (TP) Waste Load Allocation (lbs/yr) |
B37R |
Coors Brewing Company |
VA0073245 |
54,820 |
4,112 |
B14R |
Fishersville Regional STP |
VA0025291 |
48,729 |
3,655 |
B32R |
INVISTA - Waynesboro (Outfall 101) |
VA0002160 |
78,941 |
1,009 |
B39R |
Luray STP |
VA0062642 |
19,492 |
1,462 |
B35R |
Massanutten PSA STP |
VA0024732 |
18,273 |
1,371 |
B37R |
Merck - Stonewall WWTP (Outfall 101) |
VA0002178 |
14,619 |
1,096 |
B12R |
Middle River Regional STP |
VA0064793 |
82,839 |
6,213 |
B23R |
North River WWTF (2) |
VA0060640 |
253,391 |
19,004 |
B22R |
VA Poultry Growers -Hinton |
VA0002313 |
27,410 |
1,371 |
B38R |
Pilgrims Pride - Alma |
VA0001961 |
18,273 |
914 |
B31R |
Stuarts Draft WWTP |
VA0066877 |
48,729 |
3,655 |
B32R |
Waynesboro STP |
VA0025151 |
48,729 |
3,655 |
B23R |
Weyers Cave STP |
VA0022349 |
6,091 |
457 |
B58R |
Berryville STP |
VA0020532 |
8,528 |
640 |
B55R |
Front Royal STP |
VA0062812 |
48,729 |
3,655 |
B49R |
Georges Chicken LLC |
VA0077402 |
31,065 |
1,553 |
B48R |
Mt. Jackson STP (3) |
VA0026441 |
8,528 |
640 |
B45R |
New Market STP |
VA0022853 |
6,091 |
457 |
B45R |
North Fork (SIL) WWTF |
VA0090263 |
23,390 |
1,754 |
B49R |
Stoney Creek SD STP |
VA0028380 |
7,309 |
548 |
B50R |
North Fork Regional WWTP (1) |
VA0090328 |
9,137 |
685 |
B51R |
Strasburg STP |
VA0020311 |
11,939 |
895 |
B50R |
Woodstock STP |
VA0026468 |
24,364 |
1,827 |
A06R |
Basham Simms WWTF (4) |
VA0022802 |
18,273 |
1,371 |
A09R |
Broad Run WRF (5) |
VA0091383 |
134,005 |
3,350 |
A08R |
Leesburg WPCF |
MD0066184 |
121,822 |
9,137 |
A06R |
Round Hill Town WWTF |
VA0026212 |
9,137 |
685 |
A25R |
DSC - Section 1 WWTF (6) |
VA0024724 |
42,029 |
2,522 |
A25R |
DSC - Section 8 WWTF (7) |
VA0024678 |
42,029 |
2,522 |
A25E |
H L Mooney WWTF |
VA0025101 |
219,280 |
13,157 |
A22R |
UOSA - Centreville |
VA0024988 |
1,315,682 |
16,446 |
A19R |
Vint Hill WWTF (8) |
VA0020460 |
8,680 |
868 |
B08R |
Opequon WRF |
VA0065552 |
102,336 |
7,675 |
B08R |
Parkins Mills STP (9) |
VA0075191 |
60,911 |
4,568 |
A13E |
Alexandria SA WWTF |
VA0025160 |
493,381 |
29,603 |
A12E |
Arlington County Water PCF |
VA0025143 |
365,467 |
21,928 |
A16R |
Noman M Cole Jr PCF |
VA0025364 |
612,158 |
36,729 |
A12R |
Blue Plains (VA Share) |
DC0021199 |
581,458 |
26,166 |
A26R |
Quantico WWTF |
VA0028363 |
20,101 |
1,206 |
A28R |
Aquia WWTF |
VA0060968 |
73,093 |
4,386 |
A31E |
Colonial Beach STP |
VA0026409 |
18,273 |
1,827 |
A30E |
Dahlgren WWTF |
VA0026514 |
9,137 |
914 |
A29E |
Fairview Beach |
MD0056464 |
1,827 |
183 |
A30E |
US NSWC-Dahlgren WWTF |
VA0021067 |
6,578 |
658 |
A31R |
Purkins Corner STP |
VA0070106 |
1,096 |
110 |
|
TOTALS: |
|
5,156,169 |
246,635 |
NOTE: (1) Shenandoah Co. - North Fork Regional WWTP waste load allocations (WLAs) based on a design flow capacity of 0.75 million gallons per day (MGD). If plant is not certified to operate at 0.75 MGD design flow capacity by December 31, 2010, the WLAs will be deleted and facility removed from Significant Discharger List.
(2) Harrisonburg-Rockingham Regional S.A.-North River STP: waste load allocations (WLAs) based on a design flow capacity of 20.8 million gallons per day (MGD). If plant is not certified to operate at 20.8 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 194,916 lbs/yr; TP = 14,619 lbs/yr, based on a design flow capacity of 16.0 MGD.
(3) Mount Jackson STP: waste load allocations (WLAs) based on a design flow capacity of 0.7 million gallons per day (MGD). If plant is not certified to operate at 0.7 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 7,309 lbs/yr; TP = 548 lbs/yr, based on a design flow capacity of 0.6 MGD.
(4) Purcellville-Basham Simms STP: waste load allocations (WLAs) based on a design flow capacity of 1.5 million gallons per day (MGD). If plant is not certified to operate at 1.5 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 12,182 lbs/yr; TP = 914lbs/yr, based on a design flow capacity of 1.0 MGD.
(5) Loudoun Co. S.A.-Broad Run WRF: waste load allocations (WLAs) based on a design flow capacity of 11.0 million gallons per day (MGD). If plant is not certified to operate at 11.0 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 121,822 lbs/yr; TP = 3,046 lbs/yr, based on a design flow capacity of 10.0 MGD.
(6) Dale Service Corp.-Section 1 WWTF: waste load allocations (WLAs) based on a design flow capacity of 4.6 million gallons per day (MGD). If plant is not certified to operate at 4.6 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 36,547 lbs/yr; TP = 2,193 lbs/yr, based on a design flow capacity of 4.0 MGD.
(7) Dale Service Corp.-Section 8 WWTF: waste load allocations (WLAs) based on a design flow capacity of 4.6 million gallons per day (MGD). If plant is not certified to operate at 4.6 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 36,547 lbs/yr; TP = 2,193 lbs/yr, based on a design flow capacity of 4.0 MGD.
(8) Fauquier Co. W&SA-Vint Hill STP: waste load allocations (WLAs) based on a design flow capacity of 0.95 million gallons per day (MGD). If plant is not certified to operate at 0.95 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 5,482 lbs/yr; TP = 548 lbs/yr, based on a design flow capacity of 0.6 MGD.
(9) Parkins Mill STP: waste load allocations (WLAs) based on a design flow capacity of 5.0 million gallons per day (MGD). If plant is not certified to operate at 5.0 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 36,547 lbs/yr; TP = 2,741 lbs/yr, based on a design flow capacity of 3.0 MGD.
Statutory Authority
§62.1-44.15 of the Code of Virginia and 33 USC §1313(e) of the Clean Water Act.
Historical Notes
Derived from Virginia Register Volume 19, Issue 14, eff. April 24, 2003; Errata, 19:18 VA.R. 2746, 2747 May 19, 2003; amended, Virginia Register Volume 20, Issue 24, eff. September 8, 2004; Volume 21, Issue 9, eff. February 9, 2005; Errata, 21:11 VA.R. 1425 February 7, 2005; amended, Virginia Register Volume 21, Issue 12, eff. March 23, 2005; Volume 22, Issue 2, eff. November 2, 2005; Volume 22, Issue 3, eff. November 16, 2005; Volume 22, Issue 6, eff. December 28, 2005; Volume 23, Issue 11, eff. March 21, 2007; Volume 23, Issue 15, eff. May 2, 2007; Volume 23, Issue 23, eff. October 22, 2007; Volume 24, Issue 2, eff. November 15, 2007; Volume 24, Issue 18, eff. June 11, 2008.
9VAC25-720-130. New River Basin.
A. Total Maximum Daily Load (TMDLs).
TMDL # |
Stream Name |
TMDL Title |
City/County |
WBID |
Pollutant |
WLA |
Units |
1. |
Stroubles Creek |
Benthic TMDL for Stroubles Creek in Montgomery County, Virginia |
Montgomery |
N22R |
Sediment |
233.15 |
T/YR |
2. |
Back Creek |
Fecal Bacterial and General Standard Total Maximum Daily Load Development for Back Creek Watershed, Pulaski County, VA |
Pulaski |
N22R |
Sediment |
0.28 |
T/YR |
3. |
Crab Creek |
Fecal Bacterial and General Standard Total Maximum Daily Load Development for Crab Creek Watershed, Montgomery County, VA |
Montgomery |
N18R |
Sediment |
77 |
T/YR |
4. |
Peak Creek |
Fecal Bacterial and General Standard Total Maximum Daily Load Development for Peak Creek Watershed, Pulaski County, VA |
Pulaski |
N17R |
Copper |
12 |
KG/YR |
5. |
Peak Creek |
Fecal Bacterial and General Standard Total Maximum Daily Load Development for Peak Creek Watershed, Pulaski County, VA |
Pulaski |
N17R |
Zinc |
57 |
KG/YR |
6. |
Bluestone River |
Fecal Bacterial and General Standard Total Maximum Daily Load Development for Bluestone River |
Tazewell |
N36R |
Sediment |
116.2 |
T/YR |
7. |
Hunting Camp Creek |
Total Maximum Daily Load (TMDL) Development for Hunting Camp Creek Aquatic Life Use (Benthic) and E. coli (Bacteria) impairments |
Bland |
N31R |
Sediment |
0 |
LB/YR |
8. |
Chestnut Creek |
Total Maximum Daily Load Development for Chestnut Creek, Fecal Bacteria and General Standard (Benthic) |
Carroll, Grayson |
N06R |
Sediment |
18.9 |
T/YR |
9. |
Laurel Fork |
Benthic TMDL for Laurel Fork, Sussex County, Virginia |
Tazewell, Pocahontas |
N37R |
Sediment |
21 |
T/YR |
B. Non-TMDL waste load allocations.
Water Body |
Permit No. |
Facility Name |
Receiving Stream |
River Mile |
Outfall No. |
Parameter Description |
WLA |
Units WLA |
VAS-N11R |
VA0020281 |
Wytheville WWTP |
Reed Creek |
25.79 |
001 |
BOD5 |
360 |
KG/D |
VAS-N15R |
VA0089443 |
Hillsville WWTP |
Little Reed Island Creed |
25.12 |
001 |
CBOD5, JAN-MAY |
118 |
KG/D |
CBOD5, JUN-DEC |
95 |
KG/D |
||||||
VAW-N21R |
VA0024040 |
Montgomery Co. PSA - Riner Town - Sewage Treatment Plant |
Mill Creek |
5.12 |
001 |
BOD5 |
7.5 |
KG/D |
TKN (N-KJEL) |
1.9 |
KG/D |
||||||
VAW-N22R |
VA0060844 |
Blacksburg VPI Sanitation Auth. - Lower Stroubles Creek WWTP |
New River |
71.37 |
001 |
BOD5 |
818 |
KG/D |
VAS-N36R |
VA0025054 |
Bluefield Westside WWTP |
Bluestone River |
25.64 |
001 |
BOD5, JUN-NOV |
130 |
KG/D |
BOD5, DEC-MAY |
260 |
KG/D |
||||||
VAS-N36R |
VA0062561 |
Tazewell County PSA - Falls Mills Hales Bottom STP |
Bluestone River |
22.49 |
001 |
BOD5 |
5.5 |
KG/D |
VAS-N37R |
VA0029602 |
Pocahontas STP |
Laurel Fork |
1.99 |
001 |
BOD5 |
17 |
KG/D |
VAW-N21R |
VA002040 |
Montgomery Co. PSA - Riner Town - Sewage Treatment Pant |
Mill Creek |
5.12 |
001 |
BOD5 |
7.5 |
KG/D |
TKN (N-KJEL) |
[ 1.9 |
KG/D ] |
||||||
VAW-N22R |
VA0060844 |
Blacksburg VPI Sanitation Auth. - Lower Stroubles Creek WWTP |
New River |
71.37 |
001 |
BOD5 |
818 |
KG/D |
Statutory Authority
§62.1-44.15 of the Code of Virginia and 33 USC §1313(e) of the Clean Water Act.
Historical Notes
Derived from Virginia Register Volume 19, Issue 14, eff. April 24, 2003; Errata 19:18 VA.R. 2746, 2747 May 19, 2003; amended, Virginia Register Volume 20, Issue 24, eff. September 8, 2004; Volume 21, Issue 12, eff. March 23, 2005; Volume 21, Issue 17, eff. June 1, 2005; Volume 22, Issue 2, eff. November 2, 2005; Volume 22, Issue 6, eff. December 28, 2005; Volume 23, Issue 15, eff. May 2, 2007; Volume 24, Issue 18, eff. June 11, 2008.